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Home My WebLink AboutProduct Approval e BCIS Home i Log In User Registration i Hot Topics Submit Surcharge ! Stats&Facts Publications FBC Staff BCIS Site Map i Links Search 77 { ( } '',,Product Approval USER:Public User :°roiuct.,•�x;;vai'1err;>E>r•,,:.:_• . :__.._...___._...,_..._..._:...___.. ...:.•.:.nr �;r,ic.;t;g_.^. _ard;>x[a±h.:at3on Last>Application Detail FL# FL251-=R28 Application Type Revision Code Version LUGJ Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT,iTi-6stries xaft4FL s.�,'t Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Shdi g�Ezte- r{DoorAssemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 Summary of Products FL# Model,Number or Name Description 251.11 SGD-670(Non-Impact) !Aluminum Sliding Glass Door Limits of Use j Certification Agency Certificate Approved for use in HVHZ:Yes i i . Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 104/07/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami Dade County Notice of Acceptance :,,.r.... %r_< " .:.,, ......,.. .,....;_,,_;. .................. (NOA)for product performance information,anchorage ( Verified By: Miami-Dade BCCO-CER details,and anchor type,size, and spacing information. ': Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD-670HP(Non-Impact) !Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes I `i:.:. ?:.....'Z-,`-'.x...<:....__...._:.-'_-..:..:........_--- Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No ( 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance (NOA)for product performance information,anchorage Verified By: Miami-Dade B CO-CER details,and anchor type,size,and spacing information. I Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 !SGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use I Certification Agency Certificate _.. Approve or use m HVHZ:Yes � r�_�.=I R18 C=CAC ice:-Uri;%�.tti.,�' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance R.2=_1. -P?, _ii ? •..r,^" (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 P,2F, C CAC Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure: N/A I Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance I F10 1 R2?< 3' 6-?6 c i.i'.6. r>'i' (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 I SGD-770HP(Large MissileWinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Ft_;%.>;1_.-""i'? C,_._._._...._:a-..l::r_::..::::�c_:z_ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance -L""I --.__L+................... (NOA)for product performance information,anchorage Verified By: Miami-Dade BC -CER details,and anchor type,size, and spacing information,. Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: 251.6 1 SGD-770HP(Small Missile !WinGuard Aluminum Sliding Glass Door !Impact) Limits of Use !Certification Agency Certificate Approved for use in HVHZ:Yes F i. " ' "° C"° '^ "i2+'.C% ,:_^` Approved for use o0tside HVHZ:Yes Quality Assurance Contract Expiration Date' Impact Resistant:Yesi 03/24/2020 Design Pressure:.N/P• Installation Instructions Other: Please see Miami-Dade County Notice of AccPptHnce 1I_,7i>:_(2>:_','. :.:-'K __,_£ !(NOA)for product performance information,anchorage Verified 13y Miami-Dade BC(-.C.'-.CER j details,and anchor type,size,and spacing information. Created by Independent Third Party: -` by Indei5,!nd2nt Third natty_ - ` 251.7 SGD-780(Impact) I WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami Dade County Notice of Acceptance "' " r l....., . .. .::>... ...................... : (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports I Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use j Certification Agency Certificate F!:2.. Approved for use in HVHZ:Yes ::..:........:......'::;�%..._�_._.�:,.."..........:.'. .; ::� `: Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A 'Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance .,. (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD 3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door -- -----30 — Limits of Use I Certification.Agency Certificate ;: - _ Approvedor use in HVHZ: es F 1..:: Cfi -`)I" %.'r LM :;r Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance l_L'..',1 �S: (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 !SGD 3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes 2, 1„>21rs_,_L,._,,,,t;(;:,,,-1;•::i 1,Z,__ -tl` Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 102/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance Pa2`%,,_;'r _SM.z;ut „ ,-; _ .: ;, ......................- (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 ;SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 1_'!.251 R28 C ':AC !..5-1210.0,2_r-- Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance F1..251 '1128 H 1ci-121.",02.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 25.1..12 ? II��SGD-5570(Large:Mssile Impact).'?I' Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved or use in HVHZ:Yes Approved for use outside HVHZ:Yes lity Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance F1,2,1 R28 II '.!i- ;0.i 1_q (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: iEvaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Figrrida ::Privacy Statement::Accessibility Staterngnt::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail,if you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Safe . M IAM I•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries 1070 Technology Drive, North Venice,FL 34275 SCOPE: This NOA is being issued under-the applicable rules and regulations governing the use of construction materials,The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHS (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detennined by Miami-Dade County Product Control Section that this product or materia[fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRII'TION: Series10/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15, signed and sealed by A. Lynn Miller, P.E. bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. •MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 4)and anchor requirements. 2. Rigid White PVC,Tan(Non-wbite)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any.other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be causefortermination and removal of NOA. ADVERTISEMENT:. The NOA nurruber preceded by the words Miami Dade County,Florida,-and followed by the expiration date may displayed in advertising.literature. If any portion of the NOA is.displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors-and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews.NOARI'54409.02 and consists of this page 1 arid evidence pages E-1;E-2, &E-3 as well as approval document mentioned above.. ..'The submitted documentation was reviewed,by Jorge M.Plasencia,P.E. NDA No. 15-1210.01 rnW41 DUNry 14 iration Date: April 14,M21 . . - Approval Date: March 3,2#1:16, 3, Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0, titled"Vinyl Sliding Glass Door NOA(LM)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FDC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8547,dated 12/04/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6).Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16) Jorge M.Plaseneia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 - 6)Forced Entry Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549,dated 11/06/15, signed and sealed by Idalrnis Ortega.,P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94. 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P.E. (Test report revised on 02/15/2016) 7. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per.FBC, TAS 203-94 6) Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.04) 8 Additional test report No. FTL 6637 (samples A-1 thru A-5)per TAS 20294, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo,P.E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS L. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies with ASTME-1300-02, -04& -09 D. QUALITY ASSURANCE . 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their`Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Srcbmitted under NOA No. 11-0107.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glass ® (Clear and White) Interlayer", expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America, Inc. for their`Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5th Edition)and "No financial interest",prepared by PGT, signed& sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.02,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 06/18/15 and expiring on 04/14/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date:. April 14,2021 Approval Date: March 3,2016 E-3 SERIES 5570 IMPACT RESISTANT SLIDING GLASS'DOOR TABLE A: Group Anchor substrate Frame Member Mln,Edge Min. •MIN.OF 3 THREADS INCLUDING POCKETS & 900/1350 CORNERS dlalanee Embedment BEYOND THE METAL P.T.Southern Pine Heed)-51111damb 16' 8• SUBSTRATE.METAlL GENERAL NOTES; SG=0.65) P-hook ells• tale qf2,steel SMS SUBSTRATE TO MEET MIN. I)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10, luminum,8063.76• HeedISIIIWernb ale• 116• (05)0141,B.S.59STRENGTH AND THICKNESS 2)DESIGN PRESSURES: SMS, 0.125'men.thickness) P•hook 318' 116• REQUIREMENTS PER A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min.11 Steel,ChicA36HaeP-hoo omb 318 0.060 A threadaM Leel St min.thickness P•hook 318' 11.000 CURRENT FLORIDA BUILDING B,POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS PER ASTM E1300. ) Steel Stud,A653 Or.33' FieedISIIIIJemb 318• 0.071' 14 Oe.) CODE AND TO BE REVIEWED 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 0.071'min.lhlcknese P•txwk 318' 0.071. 14 Ga. BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114•Elco P.T.Soulhern Pine Jamb 1' 1.316• JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ullrecon (50°0.55) P-hook 1• 1-3/8• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Elco 410P.T.Southern Pine HeadISiIVJamb 1' 1-318' FOR STEEL STUDS, 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.Crete Flex (SG=0.55) P•hook 1' 1-3/8' MIN.FU=45 KSI& 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD. B 1112,steel wood P.T.Southern Pine Hood/Sill/Jamb 51161 1-3/8' MIN.FY=33 KSI. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED acreGS S0.0.55 P•hook 8116• 1-318' (PAINTED OR LAMINATED)WHITE RIGID PVC NOA t Corxrele P•hook 1' I-3Po• "UNGROUTED CMU"VALUES REFERENCES(TEST REPORTS):FTL-8337,8338,8648-8649,8652&8717;EXOVA-10.002.792(A)&10-000-10231; ri14'flco, min.2.85 kel Head/SIIVJemb 1-3'16' 11-3/8'CAMBRIDGE 535753-09; _ lAlrecan-J Urgrouted CMU, Jamb 1• 1-114• MAY BE USED FOR GROUTED ASTM C•90P-took 1• 1.114• CMU APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THEUrgrouled CMU, Jamb 1.3/4' 1.1/4• HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION 114 Elco 410 (ASTM 090 P•hook 11.3/4' 1.1/4' EXTRUSIONS,LTD,HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, 9.S.CreleFlex Concrete Hoad/SIIeJomb 1-116• talo' IMPACT RATING (COMPONENT REQUIREMENTS). (min.3.35 Rai) P•hook V 1.314' RATED FOR LARGE&SMALL 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete Head/SIIVJamb 1-112' 1.310' MISSILE IMPACT RESISTANCE 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. min.2.22 ke0 P-hook 1-112' lave 10)THE 6570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. 114•Elco 118-8 Ungrouted CMU, lamb 2• 1-114' DESIGN PRESSURE RATING B.S.AOgre•Gelor ASTM C90 P-twok Y 1.114• ANCHOR NOTES: P.T.Southern Plne Heed/SIWJamb 1' 1-3/8• SEE TABLES 1,2&B1,B2 9Ge0.55) '.hook 1' 1-3'6• ON SHEETS 7&8 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Concrete HeadlsllllJamb 2.112 1-318• APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114'Elco min.2.65 kel P•hook 2-112' 1-316' REQUIREMENTS. Ultracon Ungrouted CMU, Jamb 2.11T 1-1/4' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. D ASTM 690 P•hook 2-111 1-114' PRODUCT RENEWED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL Concrete Head151111Jamb 2.112' 11.314' as complying with the Florida 1F UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 114 Elco 410 min.3.35 ke0 P•hook &11z is 6 Building Coda GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE 5,9.CreleFlox Ungrouted CMU, Jamb 2-11z 1.114' NDA-No. 15.1210.01 STRUCTURE.BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF ASTM 090) P-hook 2-172' 1-114 Expiration Date 04/14/2021 RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. 13Y�� , 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES.............1 Mlnml-D dYr Product control BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS..........2 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, INSTALL DETAILS..............3-6 NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DP/ANCHOR TABLES........7-8 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE........................ 9 SUBSTRATE IS WOOD,308 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS............10 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. STANDARDS USED: ANCHOR LOCATIONS 11-16 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17 INSTRUCTIONS: ASTM E1300.09 EXTRUSIONS.....................10 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................19 SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 \�•` Op1.. ...N GLASSIREINFORCEMENT. AISI-S100.07/S2.2010 PARTS LIST........................21 ;��.•''CICEN'*s* top 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL Q PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR VINYL SLIDING GLASS DOOR NOA LM 10!05115 No.56705 HEIGHT. m 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES J ROSOWSKI = 0NSS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE ;�1 5 DISTANCE. ® a a :OmaV z 4)FROM THE DESIGN PRESSURE TABLES(TABLES I OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN CERT.OF RUTH.fi2g2g8 •.�loatn�.• PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE m m@ �S/�N�I.51v 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. �8 1711111„t rr` ` N.VENICE,FL 34275 Lv 0)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1600 SGD-5570 NTS 1 OF 21 ze MD-5570.0 A.LYNN MILLER,P.E. P.E.ti 60705 MAX.UNIT WIDTH MAX.UNIT WIDTH + MAX.UNIT WIDTH MAX.UNIT WIDTH — NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 � 1 MAX.UNIT /. ° I� MAX.ONIT / a / I MAX.UNIT '_ D I IiJMHEIGHTT HEIGHT I HEIGHT / / E� I HEIGHT c' ' I PER ' PER TABLES 1&2 Ig PER TABLES 1&2 / / I PER TABLES 1&2 I m TABLES 1&210�cxwEr pe IN I? i J J 1-PANEL J ( 25PANEL.w J J 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH N.M.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 � MAX.UNIT 6 ' i }�;<7 ' I HEIGHT /CCC��J S / noic MAX.UNIT ' ' ' I MAX.UNIT ' / PER / 2.Tins HEIGHTI" HEIGHT 2 I" TABLES 1&2 / svaer. PER TABLES 1&2 /� / / / / 1 PER TABLES 1&2 h / / h / I J� IN 1 Nr—J __j CORNER,TYP. 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS °mvoecow enRNER,TY°. 9unu PRODUCT RENEWED MAX.UNIT WIDTH MAX.UNIT WIDTH as comp)Ing wlth the Florlda SuildInNOM.PANEL WIDTH NOM.PANEL WIDTH NOA-Ng ode SOA-No, 15.1210.01 PER TABLES 1&2 PER TABLES 1&2 —I Expiration Date 04/14/2021 �— D I 13 ay /�� Mloml- a Product Control MAX.UNIT ' g ' I°� MAX.UNIT � HEIGHT / Iw HEIGHT 3 PER TABLES 1&2 h I PER TABLES 1&2 / / 1 Pocer I" J L —i 7-PANEL CONFIGURATIONS B-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "O"=OPENOERABLEBLE APANEL NEL DLO WIDTH NOM.PANEL WIDTH-8-9110" ``��\��LYNN^y��i� 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB „p"=Pocl(E7 DLO HEIGHT=DOOR HEIGHT-11-1/16" . o',.• (t LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN PANEL HEIGHT=DOOR HEIGHT-2-1/2" POCKET CONFIGURATION CAN BE OXXXp, �' 't G6705 R VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 110• 2)90°&136°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. j1d ; o '. �S!b ;' 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS 70 BE DESIGNED BEXAMPLE CONFIGURATIONS J ROSOWSKI Ju,Y OTHERS AND �� g7nfE F REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® a a CT ptORipP.•'C� DETAIL LETTER (— CERT.OF AVTH.829296 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DRIVE 5 MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT2 1—SHEET NUMBER N•VENICE,FL 34275 g r O AIYNr+MIILER,P.E. (041)-480.1600 SGD- 570 NTS 2 OF 21 i? MD-5570.0 A. P.E.068705 DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRU 1XWOOD ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 CONCRETE/CMU PER INTO h1ASONRY FACING E%T. INTERLOCK INTO AIETAL THREADS 13EYOND METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH - 114"MAX. REQUIRED IF DOOR 19 TYP.ANCHOR TYPE, HEIGHT IS OVER 95 n 21 Be EMBEDMENT AND =,•' ea MAX 2e o.c. 22 Bt EDGE EDGE DISTANCE PER �� DISTANCE SUBSTRATE,SEE ..'a'a..: 71 q o 0 TABLE A,SHEET 1& lJ 60 NOTE 3,BELOW •. , DAYLIGHT 10 INTERIORz7 26 OPENING—`7. d 6 0 WIDTH I — -- 33 t� e EMBEDMENT 31 alum uat n � EDGEa d L EDGE DISTANCE]• 25 OR '�' 60 I 6z (� DISTANCE .': ; 0 E%TnER L SEE NOTE 6, I 25 V 27 26 SEE NOTE 114"MAX. - 1X OR 2X WOOD THIS SHEET I I SEE NOTE 6, v THIS SHEET 6 / BUCKSTRIP,SEE J2 THIS SHEET EMBEDMENT ANCHOR / \ / NOTE 4,SHEET 1 SEE NOTE 9,THIS SHEET 2B L_-_-__-J_ N8 X 314"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE, ` PLATE AT / HORIZONTAL SECTION XXX SHOWN) 63 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND EVERY / ( 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE I ANCHOR S BSTRATE,SEE LOCATION i DETAIL D2 ` —— DETAIL B2 TABLE A,SHEET 1& DETAIL C2 DETAIL A2 INTERLOCK INTO MASONRY ��_` ASTRAGAL NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INTozx Loop 1B REQUIRED IF DOOR EMBEDMENT -1�— FACING INT. FRAMING,SEE ANCHOR B6 DAYLIGHT 21 HEIGHT IS OVER 96• 4 Imo- 61 114"MAX. -FLS IHTERIOR NOTE 3,SHEET 1 OPENING I PRODUCT RENEWED TIS WIDTH I 22 1 � DISEDGETANCE I sunalnolcoa"'Ith the Florlaa TYP.ANCHOR TYPE, P4J' p 7 NOA-No. 15-1210,01 SEE NOTES,THIS SHEET —t I ( NOA-E�pjro. Date 04/14/2021 EMBEDMENT AND 28 R 27 zfi R 25 EDGE DISTANCE PER d TYP,ANCHOR TYP I ev SUBSTRATE,SEE 6 93 z3 a EMBEDMENT AND p q Mlaml- a roduct Control TABLE A,SHEET 1& 3i c.1 0 o P EDGE DISTANCE I NOTE 3,BELPER SUBSTRATE, OW m �pptg I r1 SEE TABLE A,SHEET d u d EDGE �o c� d 1&NOTE 3,BELOW I EXTERIORtt DISTANCE \(01u111�• L!Q� _J 114"MAX.' PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT FIXED PANEL CLIP& INTERIOR OR \�tttl 1T/7j7� LYNN 1,q/1 NOTES ANCHORS,SEE EXTERIOR DIRECTION. ALL PARTS IDENTICAL. .��',•'cell'C ' 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET)6,THIS SHEET) DETAIL SHEET 19 2)REFER TO ANCHOR NOTES,SHEET 1. e ` 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FOR ALL LOCKSTIL, Es, ASTRAGALsFIXED VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 4 CONTINUOUS ANCHOR PLATE,ITEM 48,IS REQUIRED AT ALL HORIZONTAL RAILS - LL! INSTALLATION,HORIZONTAL X-SECT. J ROSOWSKI ;��'•* ' 6 �; FRAME ANCHOR LOCATIONS. ° 'A ..IAT(: F \; 6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. ® �;n�'•.,FLORtO.." RC2 8)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR TERLO CERT.OF AUTH.H29296 i,FS ••••• ' �C�� REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF NO`Y z7 zfi 1070 TECHNOLOGY DRIVE THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS, l STANDARD FID N.VENICE,FL 34275AAYNN MILLER,P.E. 7)SEE SHEET 20 FOR SCREEN DETAILS. (941)-480-1600 SGD-5570 NTS 3 OF 21 g MD-5570.0 P.E.a 66705 r DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 I DETAIL E4' INTO MASONRY AND EDGE DISTANCE PER I INTOwOOD F-1—NT0—M—F-T—AL--j DADE APPROVED MULLION,FBC 1XBUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUMISTEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETEICMU FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE _ _ EDGE TABLE A,SHEET 1 REQUIREMENT EDGE 1$NOTE 3,THIS SHEET DISTANCE DISTANCE S I I•.. EDGE DISTANCE i. EMBED- MENT EMBEDMENT EMBEDMENT EMBEDMENT �; •' � — 114".MAX. e 114"MAX.n 1X OR 2 WOOD 1/4"MAX. S 1/4"MAX. fr `114"MAX. D u ee BUCKSTRIP,SEE U TYP.ANCHOR TYPE,EMBEDMENT AND E,EMBEDMENT AND ANCHOR NOTE 3, EDGE DISTANCE PER SUBSTRATE,SEE ER SUBSTRATE,SEE 03 T SHEET 1 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET If a eo 33 NOTES FOR 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. / LOCKSTILES, 2)REFER TO ANCHOR NOTES,SHEET 1. ASTRAGALS, — AIT STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9116" HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM 48,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1116" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT.2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHTOPENING 2S PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL FRAME SEE HEIGHTLENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT RENEWED HEIGHT HEIGHT NOTE S, SILL RISER EXACT DIMENSIONS. as complylnB with the Florida THIS SHEET VARIES WITH BulldlnB Codo REQUIRED NOA-No. 15-1210.01 EXTERIOR POSITIVE Expiration Date 04/14/2021 DESIGN Ujg .300—ri Fes— By ez PRESSURE, .390---1 I-"— .Miami- a roductControi SEE SHEETS F E%TE 10 ei OR 02 0 7 8 8. .380--�I F�-- (5 ze oR ss 390 2.947 33 1142 SHOWN �I 2.370 114"MAX. 42 �T 1'793 I 3.464 I 4.041 GROUT AS 0 U43-45 ALSO APPLY .823 1 L 2,887 f_ L NEEDED,SEE 1.917 ANCHOR NOTE 1a w 2-1TOTAL 06 —► •060— .060— .060 5,SHEET 1 S Q O_ 2 1/4"MAX. 12 U O 9 8 e SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER az(2-112"TOTAL O(3.1/2"TOTAL 4a (4-1/16"TOTAL O(4-518"TOTAL \��`�\N(LYNN 1,9!(�C�i 1 lnJ SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) C�; �t,ENs '•, r EMBED- ,. t EMBEDMENT EDGE-� g _�� IO.58705 �T MENT DISTANCE 4,VINYL SLIDING GLASS DOOR NOA(LM) 6 10/05/15 EDGE TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICALX-SECT. �� JROSOWSKI DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND '•. sTITE F ;' EDGE DISTANCE FRAMING,SEE ANCHOR EDGE'DISTANCE In. X` '•.,/`LURto:'YC9 CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, CERT.OF AUTH.H29298 m a %i�iQn" �C.\ PER ANCHOR SEE TABLE A, SEE TABLE A, 1070 TECHNOLOGY DRIVE REQUIREMENT DETAIL F1 SHEET 1&NOTE 3, DETAIL F2 SHEET 1&NOTE 3, N.VENICE,FL 34275 u # INTO MASONRY THIS SHEET INro wao0 THIS SHEET 941-4BO-1600 B SGD•5570 NTS 4 OF 21 gi MD-5570.0 �z A.IYRENN MILLER,P.E. ( ) RE.058705 2 INTERIOR 7t LT 71 ' 35 INTERIOR � 26 R 26 6,q 2 (BOR 26 37 aG MAX 18.8'O.C. INTERIOR MAX 3.5'O.C. t t9 85 SEE SHEET 19 DETAIL H2 69 E � INTERIORMAX 3 5.O.C. �o p to 96'SEE SHEET I9 EXTERIOR OUTSIbE CORNER D O d 9Q° 39 INTERIOR 0 ti�q� ❑ t I 0 64 MAX 18.6.O.G. �1JI 37 00 EXTERIOR EXTERIOR 41 135' O 80° U 33 DETAIL G1 �+� 0 DETAIL 1-11 MAX 18.6.O.C.(ao 136• r2 14 F 90• oL� - IN6IDE CORNER OO� INSIOE CORNER 4D EXTERIOR INTrER�IOR 41 EXTERIOR 3.6.O.C. 19 96 69 SHEET ig �O 2 p Il PRODUCT RENEWED as complying with the Florida LbULT—U Buliding Codo O NOA-No. 15.1210.01 �O 136° EXPITaon Date 0 411 412 0 2 1 tl R INTERIOR Miami-De roduct Control D P Ui°q 2 nn NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 25 0R 26 tt11 QQQ QUANTITIES,SEE TABLES I&2.' �11111111111Tr�/ 33 38 a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, `\\\ NN Mjlj 36 DEPENDING ON CONFIGURATION. 10,q%YENSE"'FP DETAIL.G2 MAXi6,6'O,C.96 EXTERIOR •'�1G 136 MAX 3.6 O.C. 10 e6 I� A, VINYL SLIDING GLASS DOOR NOA(LM) 0 10!05115 '_h• p°•50705 J SEE SHEE719 - �- OUTSIDE CORNER fig CORNER ASTRAGAL HORIZ.X-SECT. J ROSOWSKI IU ® a ��•� �lA E"7 ��: a CERT.OF RUTH.N29296m m ," 1070 TECHNOLOGY DRIVE " ''r ssl(�NA N.VENICE,FL 34276 9 11.91LYNN"'1` P.E. (841)-480.1600 SGD-5570� NTSj6OF21 MD-6570,0 P.E.1158705 DETAIL 11 DETAIL 12 OPTIONAL NOW '. 0 IMO MASONRY IMO MASONRY STRUCTURAL ANCHORS FOR CONCRETE/CMU �o Q 21 zz EDGE PER ANCHOR INTERIOR POCKET INr_ e�og TYP.ANCHOR TYPE,EMBEDMENT DISTANCE JAMB at xa R x7 AND EDGE DISTANCE PER REQUIREMENT SEE FIG 1, SUBSTRATE,SEE TABLE A,--\ FIGURE 1,INTERLOCKS AT POCKETS: INTERIOR POCKETS MUST THIS SHEET o SHEET 1&NOTE 3,BELOW `•'•a•..:•' INCLUDE A NON-STRUCTURAL, },I, r' FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB 7O REDUCE THE J 10 ` POSSIBILITY OF WATER a•• OPT. INFILTRATION. z1 ANCHOR a1q :.., . EMBEDMENT OPT. i .'� .. :.i '. 17 OPT. POCKET BY OTHERS,SEE UUUU �1 NOTE 6 BELOW. :; EXTERIOR 1/4"MAXd ' ,elrznpmltt�i. EXTER OR FOR DOOR HEIGHTS OVER 96" a ENT. OPT. � 1/4"MAX. q o EXTERIOR ° •.•,•-. ', 21.9" _IZ `' �.7.,.;,,.',.•.; ANCHOR -��• t6 07 MAX.O.C. SEE FIGI TYP.ANCHOR TYPE,EMBEDMENT I CONCRETEICMU TH S SHEET 31 c� q AND EDGE DISTANCE PER Fes- EDGE �--PERANCHCR ze R z7 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET zz 61 z1 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1:ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BELO BE A MIN.OF.3 THREADS BEYOND &NOTE 3, 2X WOOD BUCKSTRIP OR THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR as PRODUCT wiith he Florida DISTANCE Building Code EDGE NOTE 3,SHEET 1 NDA-No. 15-1210.01 DETAIL 13 DISTANCE OPT.'ANCHOR OPT.ANCHOR Expiratlon Date 04/1412021 INTO METAL EMBEDMENT By 17 OPT. OPT. Miami-D Product Control EMBEDMENTDETAIL 14 114"MAX. q o MAX. q o NlOOD EXTERIOR 10 SEE FIG1. — SEE FIG 1, d THIS SHEET 31 d THIS SHEET 30 DOR 27 EXTERIOR B2 22 26 `111111 1111j7 � 21 el \�11QeCt 1YN�V Ai/1lc��i EXTERIOR POCKET EXTERIOR POCKET •....... ' L6 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05115 hid,s67g:1 NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ.X-SECT, w J ROSOWSKI t i 2)REFER TO ANCHOR NOTES,SHEET 1. ° I tt! i 3 SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ® e2 ¢a O �L dl da ~''•..FLORIDP.•'C7 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. CERT.OF RUTH.920290 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE 8)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS 7O BE DESIGNED BY OTHERS N.VENICE,FL 34275 e AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1800 SGD-5570 NTS 8 OF 21 MD-5570.0 A.LYNNP.E MILLER,R,P.E. .N 60705 TABLE 1: Design Pressure(DP)and Anchor quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. Glass Types 1,3 of 6 8g" 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS, Astragal Reinforcement 1129 69-15116"DLO Height 72-15/16"DLO Height 84-15116"DLO Height THE MAXIMUM OP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Leoksilie Reinforcement 1126 or#26 Anotlor G ERAnchor Group Anohor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interiook Reinforcement#27 A I B Ca D A 1 B C D AlBc D /�CONSIDERED,SEE TABLE B1,THIS SHEET, Design Pressure +o0/-6 psf +60/-6opsr +60/-60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19418' HeadlSlll C3+1 C3+1 C3+1 C3+1 C3.+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED A7 PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Width 24" DLO Jamb 5 5 5 5 5 6 6 6 6 6 b 5 MIDSPAN OF PANEL). P-hook 7 1 7 1 7 7 7 1 7 7 1 7 e 1 8 1 0 1 8 TOTAL#of ANCHORS THROUGH THE JAMB. Design Pressure +60/-+601 +60/-60psf +60/-60 psf THE If OF ANCHORS REQUIRED THROUGH THEP-HOOK, 25-Vit" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" DLO Jamb 6 6 5 5 5 6 5 6 5 .5 5 5 F Width � P-hook 7 7 7 7 7 7 7 7 0 8 9 B }i Design Pressure +60/-60psr +80/-60psf too/-60 psf Z ¢ 31-118' Head/Sill C3+1 C3+1 C3+1 03+1 03+11133+1 03+1 C3+1 03+1 C3+1 C3+1 C3+1 a -3&'i) Width Jamb 5 6 5 6 5 5 5 5 5 5 6 5 LO Width P-hook 7 7 7 7 7 7 7 7 9 8 9 9 E Design Pressure +60/-60psf +60/-60psr +60/-60 psi 37-118" HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 03+1 C3+1 C3+1 42" DLO TABLE Bi: Width Jamb b 6 5 5 5 5 5 5 5 6 6 5 Water•Llmited FIG 1: P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH Design Pressure +60/-60psf +60/-60psf +60/-60PSI Sill Nom.Sill Max.(+)DP 43.118" Head/Sill C3+2 03+1 C3+1 C3+1 C3+2 03+1 03+1 03+1 C5+2 03+1 C3+1 C3+1 Weer Helghl Allowed DOOR ASSEMBLIES 48" DLO Jamb 5 6 5 5 5 5 5 5 6 6 6 5 INSTALLED WHERE THE PRODUCT RENEWED Width None 1-11116" gee Nate 2 W OVERHANG(OH)LENGTH IS as complying with the Florida P-hook 7 7 7 7 7 7 7 7 8 6 0 8 b2 2-1/2" +30.7 t 2 Bulldin code Ps EQUAL TO OR GREATER THAN e Y Now-No. 15.1210.01 43 3-112" +eo.o psf p THE OVERHANG HEIGHT IS USED IN EXAMPLE ON SHEET 9 44 4-1/16" +60.0 pef EXEMPTED FROM WATER Expiration Dat.04/14/2021 45 4-5/8' +60,0 psi j INFILTRATION RESISTANCE, By Miami- redact Control DI-0 WIDTH-NOM.PANEL WIDTH- DLO, DOORHEGHT-11-10 " 89I1G O �N�14YNNbl,/Zrr4� PANEL HEIGHT=DOOR HEIGHT-2-112" 1 ��,.•V��tris TABLE NOTES: �r VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05115 lr IJo.:i87U5 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES of EITHER TABLE 1 ,P� AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE m` J ROSOWSKI G( [[/\ -'u 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL < a j) s1 p'L• RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. ® �� ''•..FcoRvo?.'�j� 3)SEE SILL RISER TYPES ON SHEET 4. CERT.OF AUTH.e2e29e 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE dT �� !;ONA1 v.�``' b REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING ) SGD-55701 NTS J 7OF21 1, MD-5570.0 "'`YpE068705'pE (941-480-1800 0 TABLE 2:. Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 or 4 60" 84" 1 96" 100" 120 FOR COMPLETE ANCHOR LIMITATIONS. Asiregal Relnlorcement#29 66-15118"DLO Helghl 72-16/16"DLO Height 84-15/16"DLO Helghl 98-15116"DLO Height 108-15116"DLO Helghl /SHEETI THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Locketlle Reinforcement#25 Anohor Group Anchor Group Anchor Group Anchor Group Anchor GroupMAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TABLE B2,THIS SHEET. HD Interlock Relnforoement#28 A I B 1 C D A I 9 I C I D A B C D A 1 B 1 C 1 D A B C D #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS Design Pressure +100/-100psf +1001-loopsf +100/400ps/ +60/-65psf +60/-65psf CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT 19.1/8" HeadfSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 03+1 03+1 03+1 24" DLO Jamb 5 6 6 6 5 5 5 6 6 5 5 6 6 6 8 8 6 6 8 8 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 1 7 7 8 e 1 8 8 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Desfgn Pressure +100/-100 psf +100/400psf +100/400ps1 +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 25-1/8 Head/SIII C5+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 C5+1 1 C3+1 C5tt C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30" DLO Width Jamb 5 5 5 5 5 6 6 5 5 6 1 7 5 6 8 1 6 6 6 8 G 6 P-hook 7 7 7 7 7 7 7 7 8 B 1 B B 9 9 1 9 9 10 1 10 1 10 10 Design Pressure +100/-100psf +100/-400psr +100/-100psr +60/-65psf +80/-65psf FIG 1: OLO 3He"Slll C5+1 C3+1 C5+1 C3+1 C5+1103+1 G5+1 C3+1 C5+I C5+1 CS+1 C3+1 G5+1 C3+1 C3+1 C3+1 05+1 C3+1 03+11C3+1 OH_LENGTH Width mb 36" DLO Ja6 6 6 5 5 5 6 5 5 5 7 5 6 6 6 e 6 6 1 8 1 6 P-hook 7 7 7 7 7 7 7 7 8 8 6 8 9 9 9 9 10 10 1 10 I 10 DOORASSEMBLIES DoslgnPressure +100/-loops! +100/-100ps/ +100/-loops! +80/•65psf +60/-65psf INSTALLED WHERE THE a 37-118" Head/Sit] C5+2 C3+2 C5+2 C3+1 C6+2 C5+2 C5+2 C3+1 05+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C6+1 C5+1 C5+1 03+1 w OVERHANG(OH)LENGTH IS a 42" DLO x EQUAL TO OR GREATER THAN Width Jamb 5 5 7 5 5 1 5 7 6 6 6 8 6 6 1 8 1 6 6 6 6 7 6 THE OVERHANG HEIGHT IS 14 P•hook 7 7 7 7 7 7 7 T 8 8 B 8 9 8 9 9 10 10 10 10 E EXEMPTED FROM WATER zDesign Pressure +100/-100 psf +100/-100Per +92/-92psf" +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 143-118" Head/S111 C5+2 C5+2 C5+2 C3+2 C5+2 I C5+2 C5+2 C3+2 C5+2 G6+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 05+2 C3+1 40" DLO Jamb 6 6 7 5 5 6 8 5 Width 5 5 9 5 6 1 6 7 6 6 8 8 6 PRODUCT RENEWED P-hock 7 7 7 7 7 7 1 B 0 0 B 9 9 9 9 9 9 10 10 10 TABLE B2:10 as complying with the Florida Design Pressure +00/-Bops/ +80/-80 psf +80/-80psf +60/65psf +54.1/-59.7 psf. Design Pressure NOA-Building Code 49-118" Head/Bill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 (+)Design Pressure Noa-No. 15-1210.01 54" DLO Jamb 6 5 6 5 5 5 7 5 5 6 8 5 6 6 8 6 6 6 8 6 $III Nom.6111 Max.(+)OP Expiration nate 0411412021 Width P-hook 7 7 7 7 7 7 7 7 8 8 6 8 9 9 9 9 10 10 10 10 Riser Height Ailoved By MInmI- a roduct Control wss'" +80/-60 psf +80/.80psr +80/.80ps/ +69.1/-64 psf +49.6/53.7 psf None 1-11/16" SeeNote2 65-1/TC5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C6+3 C5+2 C5+3 C3+2 C5+2 C5+2C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 42 2-1/2" 07pp,�If60" DLO6 6 B 5 5 5 7 5 5 5 6 5 8 6 8 6 0 6 B 6 43 3112"Wldlh7 7 7 7 7 7 7 7 8 B 8 8 9 9 9 9 10 10 10 10 44 4-1/16"+1-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-518" DLO WIDTH=NOM.PANEL WIDTH-8-9116" DLO HEIGHT=DOOR HEIGHT-11-1/16" 'CTp` F PANEL HEIGHT=DOOR HEIGHT-2-1/2" \�c NSF'•.•P TABLE NOTES: @ Z�r' tlo,58705 JA VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ri 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 2 (X AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE 1t J ROSOWSKI p 151 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ��` OP L OF �4(1\. RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. ® L %�� -.,F(Q!�>�P.. G. 3)SEE SILL RISER TYPES ON SHEET 4. CERT.of nuYrl.azerse 4)SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE 6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 A.LYNN MIL4ER,P.E. e)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5570 NTS 8 OF 21 MD-5570.0 P.E.a se105 EXAMPLE: 4 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAMEJAMB REQUIREDHEAD SPLICE INTERIOR CENTERLINE LL��CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK I VANCHOR INFORMATION. INTERIOR MOUNT POCKET,40"X 84"NOM.PANELS, Q INTERIOR POCKETS g- CENTERLINE I CENTERLINE I CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL 1 OFPANEL 2 OF PANEL 3 PROJECT DESIGN'PRESSURE REQUIRED:+48.21-68.0 PSF POCKET BY OTHERS,SEE _ NOTE 6, SHEETS •+2• 25-916^MAX. g• •+2'ANCHORAGE, 6' AX — ANCHORAGE, SHEETI2 •+2•ANCHORAGE, MAX. SHEETI2 •C3•Cl USTER, •C3"CLUSTER, SHEETI2 EXTERIOR SHEET 12 SHEET 12 NO ANCHORAGE SEE POCKETJAMB (MIN.1 ANCHOR) EXTERIOR -- SPLICE NOTE: INSTALLATION ON HEAD ANCHORAOE DETAILS OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEETS PXXX(3-TRACK) TO AID IN BE ADDED INFIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE L—CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK If OF INTERLOCK ANCHOR INFORMATION. 6• CENTERLINE CENTERLINE CENTERLINE MAX, OF PANEL OFPANEL2 OF PANEL POCRETBY o 0 0 EXTERIOR INTERIOR OTHERS,SEE - _ (� NOTE 6, 0 0 0 0 0 SHEETS •+2• —+� 25-316^MAX. 6- ANCHORAGE, '+2•ANCHORAGE._ "t2•ANCHORAGE. MAX. SHEET 11 SHEET I1 SHEET 11 'C3^CLUSTER, 'C3'CLUSTER, EXTERIOR 12'MAX. 21 S• JAMB SHEET11 END ANCHO1iAGE I MAX. R QU REDMB SEE POCKET JAMB (MIN.1 ANC!IOR) D.C. INSTALLATION ON SILL ANCHORAGE DETAILS INTERIOR POCKETS SHEETS PXXX(3-TRACK) PRODUCT RENEWED 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48.21-68.6 ATA NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE NOA-No. 15.1210.01 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date 04/14/2021 PRESSURE REQUIREMENTS, TO BE 26316^O.C.OR LESS By MIamI- ado roduct Control FOR WOOD INSTALLATION USING ANY Head S-1I C3+2 ANCHOR IN GROUP A(SEE TABLE A),TABLE FJamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 17 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF END PANEL HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT OPT.ANCHOR 6• THE INTERLOCKIASTRAGAL, FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID IN �I HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALICHMENT r MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS): ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGALSHEET 11 FOR THE"C3"CLUSTER ANCHORS AT pERTHE FIGURE",OTHERWISEABOVE!ANCHORS GUREIABOVE:HORS ARE NOT REQUIRED AS N�1CCNNc41/1�� DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. " IJo.SB705 ''r FOR PRODUCT REFERENCES,ALSO SEE: JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. 8 VINYL SLIDING GLASS DOOR NOA(LM) g 10105115 = P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLEjh1m` J ROSOWSI<I v 2(s �6 LU.` LOCATIONS OF CROSS-SECTION DRAWINGS. ® < <$ �'•.,Y pR10 P,•'�� B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN 8 ! C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: CERT.of AUTH.#26266 'f s D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. 1070 TECHNOLOGY DRIVE I i HEAD&SILL:SHEET 4 � g3 E)SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 F)SHEET 21 FOR A BILL OF MATERIALS. p-HOOK:SHEET l3 (941)-480-1600 SGD-5570 NTS I 9 OF 21 E MD 5570.0 41 A.LYNN p I6LSL05 P.E. i 1.1!16"NOM. - 3116'HS GLASS 7/16"NOM. 7/16"NOM. .090"PVB 3116"HS GLASS 3116'HS GLASS -3116"ANN GLASS 76 76 NOTES: t 1)BACKBEDDING SURFACES SHALL NOT .000"PVB —1 ,090"SG 711VAIRSPACE T7 78 BE PAINTED OR LAMINATED. 3116"ANN GLASSPAINTED/ 3/16'HS GLASS 3116"T GLASS PAINTED/ 2 PRODUCT MAY BE EITHER INTERIOR OR LAMINATED PAINTED/ EXTERIOR GLAZED,PROVIDED THAT THE ///---LAMINATED e2 on e3 //////''''''��''''''SURFALAMINATED 80 OR 01 - SURFACE (BOR et SURFACE SURFACE "HS"SURFACE OF A LAMINATED GLAZING EXTERIOR I —— a EXTERIOR I— (�` EXTERIOR UNIT IS ADHERED 70 THE GLAZING LEG. PRODUCT IS'EXTERIOR• I PRODUCTIS PRODUCT I9'E%7ERIDR- I I O I "ANN"=ANNEALED GLAZED'IF#80-81 IS 710'NOM. GLAZED"IF#60.61 19 718"NOM. GLAZED-IF#a2-6315 718"NOM. TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR.I I GLASS TOWAR09 THE EXTERIOR. I GLASS "HS"=HEAT STRENGTHENED SITE I I SITE I I SITE "T"=TEMPERED a . "PVB"=,090"BUTACITE©PVB INTERLAYER INTERIOR aI INTERIOR �INTERIOR I BY KURARAY AMERICA,INC. PRODUCT IS 9NTERIOR- I PRODUCT IS"INTERIOR- .I I PRODUCT IS'INTERIOR• I "SG"=.090"SENTRYGLAS®INTERLAYER GLAZED"IF 480.81 IS I 01. GLAZED-IF 1180.81 IS I 79 GLAZED'IF#82'03 IS I 79 BY KURARAY AMERICA,INC. TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR. BS I 83 88 SEE NOTE 2, SEE NOTE2. J SEE NOTE 2, THIS SHEET THIS SHEET THIS SHEET - GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 SILICONE HOT-MELT BUTYL - 1-1116"NOM. — A-3110.NOh1. -"— STRUCTURAL 3116"H$GLASS 3116"ANN GLASS SILICONE 9132"AIR SPACE STRUCTURAL 3116"NOM. .090"50 1!4"NOM.. FOAM HEAT-MIRROR FILM POLYISOBUTfLEN, WITH 3116"H$GLASS 75 7s .090"PVR WITH DESICCANT DESICCANT 9132"AIR SPACE 7116"AIR SPACE 77 7a 3116'HS GLASS EXT.GLASS EXT.GLASS 3116"T GLASS 3116"T GLASS PAINTED/ PAINTED/ PRODUCT RENEWED as complying with the Florida s2 OR Oa ///��LAMINATED 04 LAMINATED Building Cod. SURFACE Y//SURFACE NOA-No. 15-1210.01 aEXTERIOR a EXTERIOR �C Expiratlon Dato 04/14/2021 INT.GLASS INT.GLASS PRODUCT IS'EXTERIOR- f ' \ PRODUCT IS'EXTERIOR- f I B GLAZED"IF#82-831S 17/8"NOM. GLAZED'IF#6d 19 718"NOM, y TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR. D I GLASS Miami- roduct Control 7a KODISPACE 7a SUPER I I BITE I I BITE 4SG TPS SPACER®NXTT'" (tel INTERIOR I I a INTERIOR PRODUCT IS'INTERIOR- I PRODUCT "I ERIOR- I I ALUMINUM GLAZED"IF#82-8315 I 79 IF SI TO REINFORCEMENT p0LY1S0. DESICCANT FILL AREA TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. 5116"NOM. BUTMBEAL LENE 51161,NOM. SEE NOTE 2, B6 SEE NOTE 2, 77 00 BUTYL& ; SILICONESEAL THIS SHEET THIS SHEET , DESICCANT ROLL-FORMED �� LyN,V //// F-oAM STAINLESS STEEL GLASS TYPE 4 GLASS TYPE 5 `��aa,;r •••. �1�4,, EXT.GLASS 4 • �1GEAlSt'•.,Fj� EXT.GLASS ` '1r', mo.5670s •••it 7 VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 z � ^ //• INT.GLASS INT.GLASS xj GLAZING DETAILS pm` JROSOWSKI Q)'••� �Ib /�7._ T/A ® a � �T�,•••A•f AAAA0fl10dddGn.•''.\`(! DURASEAL® XL EDGE -OT 7s CERT,OF RUTH.#29298 ��S/��•"• •`:�`�� SPACER SPACER 1070 TECHNOLOGY DRIVE 7, 11VAti.. tt�t N.VENICE,FL 34275 tl A.LYNN MILLER,P.E. (941)-480-1800 SGD-5570 NTS 100E 21 b£ MD-5570.0 �g P.E.950705 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK PANEL CENTERLINE CENTERLINE CENTERLINE =4n CENTERLINE 4n CENTERLINE - 4" q" EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2TRACK CLUSTER-C3' 1�1 2-TRACK CLU3TER'C5' 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE V 2-TRACKINTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS v1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE_ q" CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" 0 EXTERIOR 3.22" EXTERIOR 3,22" EXTERIOR EXTT�(ERIOR 3,22" EXTERIOR 3•TRACKCLUSTER'C3' V 3-TRACK CLUSTER'05' V 3-TRAGKINTERMEOIATE `J 3TRACK INTERMEDIATE �J 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+21 ANCHOR LOCATIONS '+3^ANCHOR LOCATIONS ASTRAGALCR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK— CENTERLINE INTCEN RLLINc• q•' CENTERLINE Ori CENTERLINE CENTERLINE 4" o e o 0 0 0 iz 'tic0 EXTERIOR 3.22" EXTERIOR 3.22" EXT�E RIIOR EXT�IE�RyIOR � EXTERIOR 3.22" v 4-TRACKCLUSTER v 4-TRACK CLUSTER `� 4•TRACKINTERMEDIATE `� 4-TRACK INTERMEDIATE `D 4-TRACK INTERMEDIATE 'C3^ANCHOR LOCATIONS 'C5'ANCHOR LOCANONS 'N'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS NOTES: FIGURES PERTAINTO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTE RMEOIATE ANCHOR LOCATIONS. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 2,375" DISTANCE IS 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375'. 2.375" FOR ALL SILLS: PRODUCT RENEWED \LLLLIIIfI1lj�rr Rs eom fylng with the Florida HearllSlll +1 eullding Code \`'\ \Opli LYNN�1��lii�, Jamb 5 NOA-No.. 15.1210.01 �� ,.•'`LOEN.F .,F� I FIGURES PERTAIN TOTIIE FOLLOMO SRL P-hoo T Expifatlon Date 04/14/2021 ' CLUSTERANCIIORLOGATIONS: TIC, Ifo•fi 0./05 rf VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 By Mlaml-Bade Product Control /^�: ANCHOR LOCATIONS Am` J ROSOWSKI ;�71 sT �S��b r�V t I ® z �� Off`,•' r•1OR10P,•'. ��• { Heetll5111 C7 1 CERT.OFAUTH.#29295 ry n lrrru'slONA1.��` 1070 TECHNOLOGY DRIVE Jamb 1 5 1 N.VENICE,FL 34275 A.LYNN MILLER.P.E. —� PhoOk 7 (941)-400-1600 SGD-5570 NTS Ill 1I OF 21 I MD-5570.0 P.E.H5570s , HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGAL OR PANEL PANEL INTERLOCK 4a INTERLOCK Q" PANEL CENTERLINE 4" CENTERLINE 4' CENTERLINE .CENTERLINE CENTERLINE . F ..• _ EXTERIOR `_, _ 3,22" EXTERIOR 3,22" EXTERIOR I EXTERIOR --3.22" EXTfER�IOR 3.22" 2-TRACK CLUSTER'C3' 21RACK CLUSTER'C5' �' V V 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '-I'ANCHOR LOCATION '+2*ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR - ASTRAGAL OR PANEL INTERLOCK: INTERLOCK PANEL PANEL CENTERLINE CENTERLINE 4„ CENTERLINE 4„ CENTERLINE CENTERLINE 4.75° 4 I EXTERIO3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR —►+ 3.22" 1�1113-TRACK.CLIISTER'C3' '� 3-TRACK CLUSTER'C5' 3-TRACK INTERMEDIATE �I, 3 TRACK INTERMEOIATE _(-1 3-TRACK INTERMEDIATE { ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION ��// '*2'ANCHORLQCATIONS v '+3'ANCHOR LOCATIONS ' ASTRAGALOR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK 4„ INTERLOCK—�- 4" CENTERLINE CENTERLINE CENTERLINE 4" _ CENT=KEINE _ _ /- CENTERLINE +.iXTEMOR 3,22" EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR •'�j 4-TRACK INTERMEOIATE 4-TRACK INTERMEDIATE"-Z' 4-TRACK INTERMEDIATE' +3' CHOR LOCATIONS 'C5'ANCHOR LOCATIONS i _I I 'i-TRACK CLUSTER 4.TRACKCLUSTER '+1'ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS _:C3'AN NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ' INTERMEDIATE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" W2.3175" 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.376' t2.37511 FOR ALL HEADS: PRODUCT RENEWED � `I!! Head13111 1 as complying with the Florida \��\�DO I,YIVP/'If%/(^i�%f I ---r1-Ti RE PERrat:T meFouomNG H'AO Jamb 5 Building code •`�\ �TCL•NgC'•.,rr l OLDSTER ANCHOR LOCATIOfLOINIS: p•I100k 7 NDA-No. 15-1210.01 Expiration Date 04/14/2021 No.56%05 r VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By Miami- Product Control '�1� • �151� � Ir� ' ANCHOR LOCATIONS Bm J ROSOWSKIF s'I'r.rE G�-- t P "COR....•' �•. HeadlSlh C3'1 _ CERT.OF AUTH.029296 Jamb 1 5 1 1070 TECHNOLOGY DRIVE P•hDok 7 N.VENICE,FL 34275 1 (041)-460.1600 SGD-5570 NTSJ�j 12 OF 21 £ MD-5570.0 ,� A.LYNN MILLER,P.E. ' I_ _ P.E.0 58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO7HE FOILOWiNG JAMB NICHDP LOCATIONS: —►1 (" 2.375" 4.75" (-+---j. 7.125" 6" MAX. 21.6" 11Y 21,6^ HaambIII C3+1 Jamb 5 MAX. MAX• P•hook 7 O.C. EXT EXT O.C. EXTE RIOR OPT.ANCHOR� TO AID N ALIGNMENT 6, 6,. NOTES: MAX. MMAX. 1)STANDARD ANCHOR LOCATIONS SHOWN. I 2-TRACK FRAME 3-TRACK FRAME I 4-TRACK FRAME BLOC TED N3 AND ACK JAMBS, RS MAY ADJACENT TRACKS JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. 12" MAX.' JAMB JAMB JAMB II III (3)WEEP NOTCHES �u (4)WEEP NOTCHES IJ(l(l� (5)WEEP NOTCHES PER END @ V X.600" II I� PER END @ V X,600" III" PER END @ 1"X.500" I� SILL SILL SILL EXTERIOR L EXTERIOR EXTERIOR (3)TRACK WEEP HOLES 8"MAX. EVERY 24"@ 1.125"X.190":: (6)TRACK WEEP HOLES (10)TRACK WEEP HOLES OPT.AN (1)WEEP NOTCH EVERY EVERY 24"@1,125 X.190 EVERY 24"@ 1.125"X,190":--/ TO AID IN 24"@ 1.375"X.500" WEEP NOTCH EVERY (1) (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375"X'.560" 24"@ 1.375"X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUy PRODUCTRENEWEDh with REN W Florida `�� Op1�II.YIYN R�� OF ANCHORS REQUIRED IN THE P-HOOK. Building Godo ! HOA-No. 15-1210.01 <<`'' �1GENSF''•,Fj FIGURES PERTAIN TO THE FOLLCWINGPOCKET JAMB �- (P•1IOOK)ANCHOR LOCATIONS, Expiration Date 04/14)2021 Ho.50705 •)!( VINYL SLIDING GLASS P2NOA(LM) 10/05!15 miMiamANCHOR LOCATIONS CROSOWSKI �� STAT•OI40 CERT.OF RUTH.029298lm� 61670 TECHNOLOGY DRIVE N.VENICE,FL 34275 A.LYNN MILLER,P.E. (941)-480-1600 SGD-5570 NTS 1370.0 P.2.9 58705 5p R HEAD 90-CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTERANCHORS LAYOUT: FOLLOWING BOTGORNER SOL ANCHGR LOCATIONS: o 4" 4„ 4" 4" 0 4" 4" 4" 4„ HeedlSlll 1 3.22" ••uu3.22" )amb 5 2-TRACK 90-CORNER EXTERIOR EXTERIOR 2-TRACK 90'CORNER P-hook 7 'Cd'ANCHOR LOCATIONS 'CS"ANCHOR LOCATIONS 2-TRACKOD1 CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'13 SPECIFIED) 'C4'ANCHOR LOCATIONS II��1 'C6'ANCHOR LOCATIONS I�LL (USE WHERE-C3-IS SPECIFIED) �J (USE WHERE'C5-IS SPECIFIED) \/ TTF PRODUCT RENEWED 4 4" 4" 63.22"' as complying with the Florida 4" eullding Code NOA-No. 15-'1210.01 Explrntlon Dote 04/14/2021 .4 _� I 4" 4" 4" By Mloml- Product Control - 3.22" 3.22" EXTERIOR EXTERIOR 3;-.RACK 90'CORNER nn34FR CK 90-CORNERS 3-TRACK 90'CORNER EXTERIOR VIRACK 90'CORNER EXTERIOR 'C4'NNCHORLOCATI.ONS V 'C6'ANCHOR LOCATIONS V 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE"HE E'CS'IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) LYNN_L4- o 4" ` ' 140.5a705 _ 0 4' 4" o STA(LOF ��.•'•.?COR\O�•' 3.22" 4 3.22 SSI LLC �` EXTERIOR EXTERIOR EXTERIOR EXTERIOR .rr�,(SNA \\ 4-TRACK 90'CORNER 4.7RACK 90•CORNER 4-TRACK90'CORNER I� A•7MCK 80'CORNER —"n— 111 I I 1 I\ 'CA'ANCHOR LOCATIONS 'C0'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS V 'C6'ANCHOR LOCATIONS �J (USEWRI'�RE'G3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CSI IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: REX 69705 FIGUr RESPCRYAINI'CT4FOLLOW;N090'catwen 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. IID'D ANCHOR Lccnno 15: VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D 1m' J ROSOWSKI �� SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. He9d15111 1 I .-m I 6 3 TRACK-TO-TRACK TO ) CERT.OF RUTH.1129290 P•hook 7 DISTANCE IS 2.375" 2.375" 2.375" n n I FOR ALL HEADS AND SILLS: =: 1070 TECHNOLOGY DRIVEN,VENICE,FL 34275 (941)•480-1600 8GO-5570 NTSFJJ 14 OF 21 g MD-5570.0 Jill HEAD 135*CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWINGFIGURES PERAIN 10 THE 35T CORNER SILL ANCHOR LOCATIONS: 135° 0 4" 4" A01EIXTERIOR 4„ 5HeadISlll C3 1 XTERIOR , EXTERIOR Jamb 6 3.22' ("-) 4,. 4„ EXTERIOR P•hook 7 2-TRACK 135'CORNER 2-TRACK 135'CORNER v 'C4"ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS 2-TRACK 135'CORNER 2-TRACK 135'CORNER V (USE WHERE'C3.13 SPECIFIED) (USE WHERE'C5'IS 9PECIFIEO) 'C4'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) All 4- , 4" 4- 4•, 0PRODUCT RENEWED 4„ / 4" as complying with the Plorldn ng Codo NDA_ N.. _ NOA-No. 15-1210.01 V Vn . _ E. plrntion Date 04114/2021 EXTERIOR EXTERIOR RO _ EXERIOR BY4I Mlami-DU Product Control 322lcl 3.22" V 3-TRACK 135'CORNER 3-TRACK 1351 CORNER 3-TRACK 135'CORNER 3-TRACK 135'CORNER "C4'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS (USE WHERE'C3-IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 'C4'ANCHORLOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 4" 4" 4" 4" \11111 rfr \\ \\Ca(LYNIV4,frr � rr 4" 4n _ No.511705 e ; EXTERIOR jj""�� EXTERIOR EXTERIOR EXTERIOR tJ••• ��E 4-TRACK 135•CORNER v 4- �- 3.22" (v1 %�OS'•,'oL OR1D1`.•'��, 'C4'ANCHOR LOCATIONS TRACK 135•CORNER 'CS"ANCHOR LOCATIONS 4-TRACK 135'CORNER 4-TRACK 135•CORNER it ISS �� \� (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS rrf nNA1.F`51� (USE WHERE•C3'15 SPECIFIED) (USE WHERE'C5'IS SPECIFIED) f I f I I I 1 I 1 A.LYNN MILLER,P.E. NOTES: P.E.R 55705 FIGURES PERTAIN TOTIIE FOLLOWING 135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �+VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05!15 -HEAD ANCHOR LOCATIONS: 135° J 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E m` J ROSOWSKI Head15111 1 Jamb 5 3)TRACK-TO-TRACK ® �d P-hook 7 DISTANCE IS 2.375" W2.371" 2.375" CERT.OF RUTH.929286 N lid ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 (941)-480-1600 111 SGD-5570 NTS 15 OF 21 $ MD-5570.0 HEAD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURES SILLMCHORLOCLLOYAND SPLICED SILL ANCHOR LOCATIONS: SPLICE SPLICE SPLICE SPLICE LOCATION 4" LOCATION 4�i LOCATION LOCATION 4.. r:T4" tt EXTERIOR j .- ' 322" EXTERIOR 3.22" EXTERIOR EXTERIOR H9atllSill C3 1 ,I�, 2-TRACK SPLICE -�1 2-TRACKSPLICE Jamb 5 ' 2-TRACK SPLICE `J 2•TRACK SPLICE �/ 'C4'ANCHOR LOCATIONS v 'C8'ANCHOR LOCATIONS P-hook 7 'C4'ANCHOR LOCATIONS' 'C6'ANCHOR LOCATIONS (USE WHERE'CY IS SPECIFIED) (USE WHERE-C6•IS SPECIFIED) (USE WHERE'03-IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) ISPLICE SPLICE SPLICE SPLICE LOCATION LOCATION LOCATIOR 4.75" 4" LOCATION N' 4" 0 0 0 o PRODUCT RENEWED EXTERIOR —4" EXTERIOR �—3.22" -EXTERIOR 3.22 EXTERIOR 4" ' Tying with the Florida 3-TRACK SPLICE 3-TRACKSPLICE Building Code ]� 3-TRACK SPLICE 3TRACK SPLICE •C4'ANCIIOR LOCATIONS 'CB"ANCHOR LOCATIONS NDA-No. 75.12'10.01 'C4•ANCHOR LOCATIONS 'C6'ANCNOR LOCATIONS (USE WHERE'CY IS SPECIFIED) (VSE WHERE'CS•IS SPECIFIED) Explratlon Date 04114120211 (USE WHERE'rY IS SPECIFIED) (USE WHERE'r-5-IS SPECIFIED) RY Miaml- tle duct Control SPLICE SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION LOCATION 4„ 0 0 0 0 EX —� \\ yv LYNAI /iii 'EXTERIOR _ EXTERIOR 3.22" EXTERIOR 3.22" TERIOR 3.22" ; spy ,. //�e : 4" •4•TRACKSPLICE 4-TRACK SPLICE 4•TRACKSPUCE 4-TRACKSPLICE �S \)CEA'S�c•'•.F/�i 'C4'ANCHOR LOCATIONS 'CB'ANCHORLOCATIONS •� 'C4'ANCROR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'G5'IS SPECIFIED) •;r i ;r (USE WHERE'CY IS SPECIFIED) (USE WHERE'C5-IS SPECIFIED) _ IJO.SOlOG )ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. sn�' i 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNe.MILLER. ILLER.P.C. F 3URE3 HEADIN 70 THEFOLCOYJING SPL!CED !Is0 ANCHOR LocATIONs: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. - 705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 DISTANCE IS 2.375" t2.3761, 112.376. FOR ALL HEADS AND SILLS: � ANCHOR LOCATIONS F 12� J ROSOWSKI CERT.OF AU H.129296 � HeadlSlll C3 1 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE @d Jamb 5 N.VENICE,FL 34275 @ P-nook / J(941)-460-1600 1 JJJSGD-5570111 NTS 111 16 OF 21 @ MD-55 10.0 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 90• INSIDE 90' OUTSIDE 735• INSIDE 135• DOUBLE ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL �/ INTERLOCK INTERLOCK INTERLOCK STILE Wf HANDLE BOX OUT BOX iN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN EXTERIOR GLAZED t�------11 DOUBLE MLOCKSTILE I—Pvv.,vvw INTERLOCK BINDLE E F PP K L L TC TA TV TW � � ASTRAGAL INTERLOCK J LOCKSTILE OUT (soxoup (80XV0 p INTERLOCK SINGLE S I r P A D D S^ ^A ^V S W SD SINGLE T-7 I--`i INDTERUBLE IOCK INTERLOCK LLI IN MOM (aoxop SXE DOUBLE TILE RR R - S S FC FD FY FW A INTERLOCK — �^"'�""" LOCKSTILE (eoxo" moxw) W LOCKSTILE p M J J U •—I WlIIANOLE ASTRAGAL LOCKSTILE ,OoKwQ (aoXWJ Fh LR DS INTERLOCK INTERLOCK UL I LDOUBLE SINGLE BOXDOUT T U L0wom m"wnmoxom .W_I ASTRAGAL BOX IN N T U xl ox" oxen J OUT.99• /�1T Z ASTRAGAL V- DS DF RECA TRAGAL a• RECEIVER AT AS DF OUT.13" PRODUCT RENEWED ASTRA R VT VS VF 9uiiairn lCnn ith the Florida IN.REC135, WT WS WF NOA-No. d 1$-1210.01 ASTRAGAL I RECEIVER Expiration Date 04/1412021 BY Moral- Product Control LEFT RIGHT PANEL PANEL 1 STILE e STILE PANELTYPE "I'"SHOWN. L1t111I1I1lffT� PANEL NOTES: I 1 i SEE DP;ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. ��ON�%CEN j j '�('2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE � VINYL SLIDING GLASS DOOR NOA(LM) � 10/05/15 = No.50705 •'••' T.: NOTAVAILABLE, PANEL TYPES J ROSOWSKI =-v 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". e ¢ S tU� j 4)PA.NELIT! AZE 'PE MAYBE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT.OF AUTH.029296 a4d LORIOP.•';�`` ,. m m '� LP,'• ....• Gam` I TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE j N,VENICE,FL 34275 !'I (941)-480-1600 SGD•5670 NTS 17 OF 21 � a A.LYNN MILLER,P.E. c x MD•5570.0 �z P.E.A SB705 6.876 o �+i� r 10.635 100 600 .540 126 - �� .550 [-'291 .061 762 1.812 I �j �p 6811+-.062 -,030 I- I�LJ 1.928 �- .100 �� a] F E SCREW 301-] 0 INTERLOCK CAP, COVER(PVC) ®ANCHOR PLATE Q TRACK INSERT EXTENDED POCKET 5.178 T 2 TRACK HEADIJAMB ©4 TRACK SILL -� �+ 6.250 rj�7 r 262 6.250- tl .949 I I 1.000 1.A35�j'-� 082 211613 F _060 -� 2.060 r- 10000�+ y OO r0,' t I 100 R� � I 1 83 1.813 �o o u 1 681 T-`I -.052 T I �►---.OGO 100 d�®�na �� 11 BO7TOA1 RAIL 12 FRAME SILL 13 COVER SILL 17 p-HOOK ADAPTOR 18 P-HOOK O3 3TRACKHEADIJAMB ®3TRACK SILL SUPPORT ADD-ON 094 0.125 }L. 201 .061 •229 2.075- 10.626 "� 5.876 I 86--w 540 600 640 r• --3,000 r .075 1.40fi L(i� �o moo Cltl�{ 100 - IIS-.o6z f�l i• 2.so7--+� 1.013 8� ��-,062 J .329 0 100 1 d�� 71681 EXTENDED REINFORCEMENT REINFORCEMENT REINFORCEMENT .-L 19 KEEPER KEEPER BAR COVER BAR FIXED PANEL CLIP ®PLATE O5 4 TRACK HEADIJAMB @2 TRACK SILL 2.511 0 r-2.838-� 1.570 i+ 1.625 I+ 1.695 r- - 1.695 I 300 - 3.483 ).-,126 2,690 080 099 2.073 n 070 .075-� 4,t 4'279 -� .100 X833 2.368 L. J 2.788 .400 2.7G8 F 2.210 .090 2.116 300- 2.025 .+'312 1 1 34 INTERIOR JAMB COVER ]- �_j Q I+-.188 I 2,710 o �� 1A76 ��- PRODUCT RENEWED 110- I+ +11�-.182 ,120 I� ,182 .1 120 ((,, 2.291 10G as com I fa with the Florida ©AND STILE © AND STILE REINFORCEMENT, ©REINFORCEMENT, BREINFORCEMENT 30 TERLOCKADAPTER L EXTENDED POCKET 04 ADAPTER K 32 ASTRAGAL ADD-ON - AND BOTTPANEL OM RAIL NDA NLE,TOP o CYe�e 15-1210.01 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Vato04/14/2021 REINFORCEMENT -3.452---�j� - 3.326 13.345--► NOTES; A�ieml-u�/Prodi uetcontrol I( 1,472 919 1)SEE SHEET 4 FOR 125 3.209 3,713 .000 SILL RISERS. 060 2,17625 .046 1.600 3.2147 3.345 ��I,060 2)SEE SHEET A 070 �l 229 L .085--•- I.-,91 B FOR SCREEN PARTS. .300 1.170- 135'CORNER 135'CORNER 135'CORNER 135'CORNER 90'CORNER 90'CORNER 90'CORNER 3)ALL DIMENSIONS 35 38 ©7 ©8 39 40 ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, 41 ASTRAGAL CAP, IN INCHES. � EXTERIOR INTERIOR EXTERIOR INTERIOR `0\\y I.YNA/I ,� -+1.91.2 912 .210 1-1. ,262 ►I � .173 � =; 065 t-L VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 tJu.5a705 1.261 •062 1.261 I�'11.261 1,281 1.261 = p sr Y EXTRUSIONS J ROSOWSKI --0 �l � 821 /! 80 -07 7/16" 81 7116" -1118"I 63 1-1/16"I 64 1.3/16 �{ do :�i•''•.;�(URIU1;•..•' �'C�: SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD CERT.OFAUTH.4292 00 •.� ', 1070 TECHNOLOGY DRIVE �� S/QIP/AI. N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS W 16 OF 21 a MD'i570.0 A.LYNN MILLER,P.E. P.E.rl 68705 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD 1 CLIP INTO INTO FRAME ATTACHMENT r TYPE PANEL JAMB& HEADER ASSEMBLY All I TYPE AS USED ° INSTALL ONE BLOCK AT ea ` J STILE SUBSTRATE,SEE BLOCK t IN iNSTP.LLATiON, EACH INTERLOCK. TABLE 1 TABLE A,SHEET 1 AT ASTRAGAL,INSTALL i (3)#10 X ° ONE BLOCK THAT / SPANS BOTH PANELS. 13 SMS 1.6.,SMS 1 00 \U IDO _ FIXED PANEL CLIP 2a PANEL INSTALL ONE CLIP AT THE 05 (2)114" ' CLIP MIDSPAN OF EACH FIXED �X 2-1/4'SMS PANEL-TO-FRAME JAMB LOCATION. # SMS 0D 1 \ 0 21 BAR COVER J \ (4)#10 ee X2"SMS II ( ' REM:BAR flex 1-1/4"SMS \ 1 KEEPER 10 y JAMB TO KEEPER TO JAMB i SILL ASSEMBLY J \ ATTACHMENT I LOCKING JAMB PRODUCT RENEWED as complying with the Florida REINFORCEMENT PLATEAk �� DuIlding Code ATTACH WITH 48 X 1-1/4" 4-PANEL,2-TRACK KEEPER to NOA-No. 15.1210.01 I' @ 34-1/2"MAX O.C. OXXX SHOWN o Expiration Date 04/1412021 Sy f 7 Miami-Da duct Control (4)#tO X BB 2"SMS w INTERLOCK INTERIOR \ CLIP COVER \ INOTES EXTERIOR INTERLOCK za REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, � 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. ��` t�t!LYNN BOTTOM RAIL \ °� ea#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ` ••.. .W14 ' SUPPORT tt l� 2-112"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. E'•�Fq '� (2)#10 X 1"SMS^ S VINYL SLIDING GLASS DOOR NOA(LM) 10(05/15 No.56705 THROUGH SUPPORT,(sv2}� � ; INTO PANEL PANEL ACCESSORIES INSTALLATION m J ROSOWSKI 4#to x ASSEMBLY INTERLOCK SILL RETAINER 1-1/2"SMS CLIP ATTACHMENT ALL PANEL CORNERS CERT.OFAUTH.0 9296 ,. WELDED,NO ASSEMBLY m me S, , C� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS 1070 TECHNOLOGY DRIVE a 910NAXl "-IN N.VENICE,FL 34276 — 1''111 i 101` ' (941)-480-1600 SGD-5570 NTS 19 OF 21 i MD-5570.0 ji A L P.E.950705 p[ BOX SCREEN DETAILS: II ll STANDARD SCREEN DETAILS: ., ❑Ll �RCOP 6 Imo, 126 . DR JOOR 5 r I I 121 12J 132 129 r_ 100 102 110 103 Ilrti 13J 111. 10S . 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 30 EXAMPLE 156 32 131 33 102 111 'L _L_JO d IJO 121 108 710R� 6 P ❑a ,22 1 DR&Ro , oRUoRO HORIZONTAL SECTION EXAMPLE 115 1,8 f00 11 � 120 I. toe HORIZONTAL SECTION 117EXAM1.081---►i Imo— '�'1 1.081 I —� q—i-4 1.202-t---I� 1.770 035 875 ,►utF+YY 050 — --050 .045 876 1,020 r- 120 SCREEN 721 SCREEN 122 SCREEN OXO 1.983 1.983 1.874 FRAME SIDE RAIL, ASTRAGAL RAIL LATCH ADAPTER LN L E—.082 — —.062 PRODUCTg RENEWED 1ao 101 1.435 BOX SCREEN BOX SCREEN ,ox BOX SCREEN 8u,ding CoadoWith the o Florida }•x-1 TOP RAIL, BOTTOM RAIL SIDE RAIL )_ 728 '—INDA-No. 15-1210.01 ,27 .785 782( expiration Data 04/1412021 OR ��.-I�—.040 D 1130 114 1.020 r— 1,593 1373 ,29 .062 MIam1-Dade duct Control 101 1zo ,x3 SCREEN VINYL 24 FRAME SILL 2 � 1 872 I SCREEN .063 2 RCaR 0O ASTRAGAADAPTER ADD-ON tj�--.OG5 1.833 o Illh� •125 or l� 062 x--.372 O BOX BOX BOXSCREEN d ,03 SCREEN tot SCREEN 105 0X0 �� INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION ��411111�l li f t r��r EXAMPLE EXAMPLE NOTES: �c� / 1.306 —�I 1 487�+— i)ALL DIMENSIONS IN INCHES. �� S�ceNSF ••.".p .055 050 1.487 �^ 1.510 l VINYL SLIDING GLASS DOOR NOA(LM) a 10105115 I•lo.611705 L— —,060 SCREEN DETAILS J ROSOWSKI p �— BOX SCREEN BOX SCREEN BOX SCREEN HEAD < m <$$ �7•'•, si rs)'` l(7 105 107 SAND JAMB ADD-ON ® �i ASTRAGAL SILL ADD-ON < �cnRlnti., ADArTER CERT.OFAUTH.N2B286 m m `�;So''••••••'•' N'�.`� 1070 TECHNOLOGY DRIVE ; "Uf11/\l..4-. �\\ N.VENICE,FL 34275 m +� A.LYNN 4UER,P.E. (941)-480-1600 SGD-5570 NTS 1 20OF21 0 MD-5570.0 q2d P.E.1168705 TABLE C: TABLE D:BOX SCREEN # Part Description Malarial # Part Description Material # Pan# Description Material 12-Track HeadlJamb Rigid PVC 42 19086 SIB Riser-(2.1/7') 608378 Alum. 1D0 12258 Box screen Top Rall 0083 T6 Al 22-Track Sill Rigid PVC 43 19022A SIII Poser-(31/7') 6063-T8Alum. 10112267 Box Screen BoOom Rall 6083 T5 AI 33Track Head)lamb Rigid PVC 44 19023A SIII Riser-(4.1115') 6083TB Alum. 102 12258 Box Screen Side Roll 6063 T6 AJ4 &Track SIII Rigid PVC 45SD83-T6 Alum. 103 84420 Box Screen hterlock 6063 T8 Al 64-Track Head1jamb Rigid PVC 60 718509W .18T.'x.320"Flnseal(Stile) 104 17347A Box Screen Snapon Bug Flap 0063 TB AI 6 4-Track Sill Rigid PVC 51 71895K 1-1/2'x V x 314"Fin Seel Dust Plug 105 64345 Box Screen 0X0 Astragal Adapter 6003 T8 Al 7 19009 Frame Screw Corer Rigid PVC 62 71898 Dust Plug 108 . 17349 Box Screen Astragal Adapter 6083 T5 Al 0 19031 Anchor Plata 6003-T8 Alum. 60 419041 Interlock Glp Cover PVC 107 19039 Boz Screen Frama SIII Add-on 6063 TB AI 9 19007 Tlackinsert 6083TBAlum. 61 78163X Tandem Roller Assembly SS 108 19038 Box Screen HeadlJamb Add-on 808378 AI 10 19084 Interlock Cep•Extended Pocket Rlgld PVC 82 70163N Tandem Roller Assembly Nylon 109 720XIX #14-20 x 1"MS @ T Rail SS 11 19036 Bottom Rall Support 60B3TBAlum. 6t 78X76FPTX #8x314"Ph.FH SMS @ Roller&Retnt SS 110 720X112X #14.20 x 1-112'MS @ Bottom Rail SS 12 T DDM Cuter Sill Cover BNVM Alum. 64 419042 Fromo Header Block Nylon 111 717830 Wal ,.270"x.160'-Fin Seal 13 19011 Sill Track Cover Rigid PVC 65 48052 Roller Ad).Hein,Plug PVC 112 61805K Welp,.187'x.500'- Bug Flop 17 19032 P-Hook Adopter 6083TBAlum. 66 44385 4 Hole Bumper Stop PVC 113 7SRAZ Standard r'x. Nylon- 19 18020 ExtendP-Hook 6063TBAlum. 87 76716WG #S x 1-114"Ph.FH SMS @Bumper Stop SS 114 7SRAX HD Rdler SS 19 19047M Extended Keeper 606378 Atum. 68 716900 SIII Plug PVC 115 varies Screen Lacking Hardvare Steel 20 1DO29M Keeper 806378 Alum. 69 70185X Gemini Mortlae Lack w/long Tdm plate SteeUSS 118 419053 Screen Keeper Stan] 21 19014 Reinforcement Bar Cover Hilld PVC 70 71032XIFPFX 10.32 x 1"Ph.FH MS @ Lock SS 117 76XiPPA #6 x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 6005-T6 Alum. 71 verles Handle Kit Cast Znc 118__ 16921314 Screen Spline•.160"&.185" Vinyl 23 19037M Fixed Panel Glp 6083.78 Alum, 72 19054 Interlock Retainer GI Nylon 119 1016020 Screen C101h Fiberglass 24 19036M Reinforcement Plate 6063-T8 Alum. 75 Kommarling 480 TPS Spacer System 2b 19017M To Rell,Bottom Rall end Loekstlle 8006 T6 Alum. 76 See sheat TABLE E:STANDARD SCREEN P Qusnox Super Spacer nXr Y41h Hot Moll Butyl 20 19048 Reinforcement Composite 77 Ouanex Duraseal 10 for # Porto Description Material Materials 27 19018M nterlock.300 Relnbrcement,Std. 6006.76 Alum. 78 Cardinal M.Edge Spacer 120 12033 Screen Frame Roll 6063 T6 Al 28 1D013M Inlerlock.400 Reinforcement,HD 6006-T6 Alum. 79 Doty Coming 995 or GE•7700 Sackbedding Silicone 121 12026A Soreen Frame•Side Rell(Latch) 6003 T5 AI 29 19019M Asbegal Reinforcement 6006-76 Alum. 80 10090 7/18"Square Beed Rigid PVC 122 17363 Screen OXO Astragal Adapter 6063 T6 Al SO 19083 Exlanded Pocket Interlock Adaptor 6083TSAlum. B1 7110"Baveled Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 31 19006 Interlock Adaptor R gid PVC 62 10044 1-1118"Beveled Bead Rigid PVC 124 190128 Frams SIII Scroon Add-on 6083 T6 Al 32 19008 Astragal Add-on R1gld PVC 83 19045 1-1116"Ogee Bead Plod PVC 125 GFP95K Bug Flap,B5+1-5 duro. Vinyl 33 19D04 Panel Stile,Top/Botlom Roil Rlgld PVC 84 19016 1-3116"Ogae Bead Rlgld PVC 126 78XI12PSATS #8 x 1-1/2"Ph.PH SMS(Assembly) SS 34 19040 tnlerlorAmb Cover 13063-76 Alum. 65 71726K Selling Block 1/2"x 4"x 1/16",85+/•6 dura. Nooprena 127 1 712027 Comer Key Wheal Assembly(Standard) Nylon 35 19076 135'Corner Astragal 6063T6 Alum. 66 71726K Selling Block 1"x 4"x 1/16",85+/•6 duro. Neoprene 128 712027SS Comer Key Wheel Assembly(HD) SS 36 19077 135°Corner Aslregal Paselve Mount 808378 Alum• g0 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 129 vadea Screen Locking Hardware Steel i 37 19079' 135'Corner Askagal Cep-Ext. Rigid PVC 91 76X114PHPT410X #8 x 1.1/4"Ph,PH SMS @ Relnt Bar SS 13D 710X34PPSDAX 910 x 314°Ph.PH SMS @ Screen Ast. SS 38 19080 135°Comer Astragal Cap-Int. Rigid PVC 92 71DXlPHPT18•BX #10 x 1"Ph.PH SMS @ Rall Support Ss 131 78X12PPSMSX #8 x 112'Ph.PH SMS @ DoorAsl. SS 39 19078 90'Corner Aslregal 6D83T8 Alum. 93 71OX116PPX WI-Ox 1-i/2'Ph.PH SMS @ Fxd.Pnl.Gip SS 132 1692/3/4 Screen Spline-.14� Vinyl 40 18081 9D°Cacnergslragoi .-Ext. Rigid PVC 94 710X2.6PHPT18.8X 910 x 2-1/2'Ph.PH SMS @ Relnt PlatelAsl. 85 133 IBISC20 Screen Clolh Flbergleas 41 19082 90'Comer Astragal Cep-Int• Rigid PVC 95 71420X2.26FPFX #12 x 2.1/4"Ph.PH SMS @ Hdr.Block SS i I 96 710X1.76PPX 1010 x 1-3/4"Ph.FH SMS @ Keeper SS 97 710)C34PPX 1#10 x 3/4"Ph.PH SMS @ Ext.Pkt.Int, SS PRODUCT RENEWED . vvl ll l r 1 r rrr Building Coa with the Florida �`vvv1C{ LYNN 411, NOA-No. 15-1210.01 �1�•�'��••�10EIJ5('/�FA Expiration D. 04/1412021 a VINYL SLIDING GLASS DOOR NOA(LM) 8 10!05/15 By MO.50705 mianil-p Product ControlT11 PARTS LIST j� J ROSOWSICI23 1Gi saxrE NOTES: CERT.OF RUTH,#20206 8 �� N � �a 1070 TECHNOLOGY DRIVE „•...... F v` I 1)ITEMS#14.116,45-49,53-50,73,74&87-80,08&90 ARE NOT USED AND � �r8/0NA1.r, ry ' ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 111 21 OF 21 0 MD-5570.0 A.LVNNMILLER,P.E. P.E.q 68705 1